{live-template:Test Problem} \\ [Buckling|kb:Buckling] analysis may begin with either zero initial conditions or the stiffness taken from the end of a nonlinear [load case|kb:Load case]. Resultant output is compared as follows: h1. Report {viewpdf:name=analysis notes.pdf} h1. See Also * [P-Delta effect for a cantilevered column|tp:P-Delta effect for a cantilevered column] h1. Attachments * [SAP2000 V15.1.0 model file |Interpreting buckling analysis results for different initial conditions^model V15.1.0.zip] (zipped SDB file) * [Hand calculations |Interpreting buckling analysis results for different initial conditions^hand calcs.pdf] (PDF file) * [Analysis notes |Interpreting buckling analysis results for different initial conditions^analysis notes.pdf] (PDF file) |